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Damage Analysis of High-Speed Railway Bridge-Track System with Unequal Pier Heights Under Near-Fault Earthquake Based on FK-FE Method

Author(s): (National Engineering Research Center of High-Speed Railway Construction Technology, Central South University, Changsha, China)
(National Engineering Research Center of High-Speed Railway Construction Technology, Central South University, Changsha, China)
ORCID (Department of Civil Engineering, Tianjin University, Tianjin, China)
(National Engineering Research Center of High-Speed Railway Construction Technology, Central South University, Changsha, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering
Page(s): 1-19
DOI: 10.1080/13632469.2024.2417708
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/13632469.2024.2417708.
  • About this
    data sheet
  • Reference-ID
    10802496
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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